Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209921 DEA: 073X8204 EFIS: 0713000218
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-39-21.7,22.0
Work Description: REPAIR SLOPE FAILURE.
Location Description: LOS ANGELES COUNTY AT 0.2 MILE NORTH OF CARPENTER CANYON BRIDGE AND AT 0.2 MILE SOUTH OF PEJSA CANYON BRIDGE
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 JOANBRIDGE STREET, BALDWIN PARK CA 91706
Resident Engineer: Micheal Chou Structure Rep.: Cardiel O Bugarin
DIME Sample ID: 2016-08-09-6
TL Number from the TL Form: No 2
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 938-08
Structure unique identifier: RTE 39 MOMENT SLAB
Structure name: RTE 39 MOMENT SLAB
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1567
The batch plant ticket number from where the sample was collected: 2251134
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: LOCATION 2 RTE 39 MOMENT SLAB
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-08-09-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/15/2016
Date Tested: 08/12/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
2
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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2030 psi
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Maximum load on cylinder 1
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58430 lb
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Maximum load on cylinder 2
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56870 lb
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Compressive strength of cylinder 1
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2059.6 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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2004.6 psi
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
|
3 days
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Age of specimen in hours
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no data
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DIME Test ID: 2016-08-09-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/06/2016
Date Tested: 09/06/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
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Cross sectional area of cylinder 2
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28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3960 psi
|
|
Maximum load on cylinder 1
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112160 lb
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Maximum load on cylinder 2
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113270 lb
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Compressive strength of cylinder 1
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3941.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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3980.0 psi
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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28 days
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Age of specimen in hours
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no data
|
